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HomeMy WebLinkAboutS-325601N� M� a j o NLL; ✓ ' •-� CJi c 1 LJ 0 W a V) Ir it Q v) 6 Ie c� I } a �I x Y O a C? I HEAVY ASPHALT PAVING 4 1n LO ui 1fi L � N a Ltd d Q W Z_ 0 wNa 0 0 M ►=� U-) CO � J N C]C fl 11J L1J 2 N N Uj T Z cr J d z Y a U_ W §p CIAO .� 3 W off[ 21 _ 9 3 �6 : 4C 3 Q_ Q) �Z4Z 00 o0 0 E­4w a v M C 0 La- Q N i ul Lr' z 0 C'4 r- m CO cz? Nam f j W N V-) C/-) 9 § � W Q W L� M' a (-) a (_j M 0 N ajo Of Z w SW 1/4 SEC 32, TWN 24N, RG 5E, WILLAMETTE MERIDIAN s'tIk• � 3 t-o 3. S �- l'r r � � sic i!^>I�i.T S. oZ Jac S t r -s.oz LATCH LINE - SEE SHEET C5.02 rvW CwoeT- .V" A- e d0v GREASE WIERCEPTOR 4.0' e f8 SEE DETAIL 12 I © 6 SS IE = � I I � „ 238.60 cs.�o r• �I �lj 12 "x6" TAPPING TEE (FL) ! + II ` `--' 6 SS I[= 239.50 Me 2400 / , 1 6 TAPPING GATE VALVE FLxMJ ' , 6 SSCO RIM 10 GRADE �� ((I g -- SEE MECH L PLANS f" / 110 W/ THRUST BLOCKING IE= 238.36 I II `�I FOR CONTINUATION �� I / "Yi �0 / I N:191428.04 SS CO OU - -- SEE DETAIL �� I 1 J I 00 / E:1303390.34 �--�� � � A � �� � I TO GRA� \ 5 LF 6" SS ®22.09. 6" SS IF= 239.34 f 4 ( �� / ...... 1 6" 45' BEND (MJxFL) ' - O SEE MECH L PLANS f 1 6" 22/1/2' BEND (FLxMJ) ` I � O O FOR CONTINUATION ff 1 2 Fl SPOOL I; I I I WA1 W/ THRUST BLOCKING " .25 LF 6" SS ® �` �0 6 \ / ''� / ER-fASff�lEt4fi OF Rfi�fTf- 1 N:191791.82 it 6 LF 6 SS .0% 'L . i 1:1303369.11 t N CONN 0 6" S6 / `4 -� 4.0' OFF CURB o (1) 5 -1 /4" FIRE HYDRANT ASEMBLY \ 65 36JG SS CO / �,� 0\- ;�,,:� _- SEE DETAIL PIPE X- ING I 6" M TO GRADE 10.0 ' ��, i N:191452.72 6" WTR IE_ 239.6 \ C( S? D/ 1 6" 45' BEND MJ / 5 \�` / I `- "; \ �� 1=1303390.34 6 SS CR= 238.63 X6.3 �F 4" ,\ W% THRUST BLOCKIN )- / ` 2� " _ PIPE X -ING !' \ C / / _ _ -_ - , , 25 LF �, CL 52 10" WTR IE- � 238.6 � S2 � _ - N:191735.82 - \ ® E:1303349.51 sA l \ , 8" SD CR= 237.5 ,�- 1 '-' ,/ 4 j PIPE X- y o Q► / , / \ - 6" VTR C1E= 244.50 - \ .J,• - -a PIPE X--ING %' \ _ I ; I 1 4" 45 BEND (MJxFL -) �� r - \ SS CR 0.0 1 4 221112' BEND FLxMJ \ Q� 6" WTR IE 235,5- 1 2 FL SPOOL (FLxMJ) it 1 6" SD C X36.94 " 'I �! 6" DDCVA 1 'I W/ THRUST BLOCKING ` N:191797.24 y �' SrO� / 1 PN \ n l - E:1303361.00 / 1 FDC` SEE DETAIL c \ ( t " " PER n (1) 10 45' BEND (MJ) ° 6 LF 6 DI CL52 TC W/ THRUST BLOCKING 16 F 4" DI CL52 ; UM TER COORDS N:191804.36 � N:191721.30 i 8 E:1303352.94 E:1303r332 9.3` _ > 1 10 x�._JFE 73 LF 10" CL 52 DI 11 LF 10" 1 10" GATE VALVE (FLxMJ) 1 :I CL 52 DI 1 6 GATE VALVE (F NJ) �+ PIPE X -ING N.191717.% -- - 4 WTR IE= 239.50 . ,, E:1303312.95 CO I I 6" SS CR= 238.33 5 ., " I n .; �, I• 5 LF 10 CL 52 DI (FL) SPOOL CONTRACTOR TO PROVIDE - _ . = -: -__ =_I - s ; 6� 6" , w PIPE X -ING a TRENCHIIG AND BACKFILL 6 SD IE= 238.24 1 10 x4 TEE (FL) FOR GAS, LINE - ' -- �� - - -6" SS CR= 237.9 - - - S- 4" GATE VALVE (FLxMJ) N: 1726.98 + PIPE X -ING (1) 10",4'S' BEND (MJ) E:130 8.56 � 4" WTR IE= 238.67 W/ THRUST BLOCKING GAS \ I c I 6" SD CR= 238.12 N:41752.77 _ - 303301.35 ' 6" SSCO RIM TO GRADE - 1 5 -1 4" FIRE HYDRANT ASEMBLY IE= 237.26 PIPE X ING O /�� a N " _ SEE DETAIL DETAIL Cs I t 4 WTR IE _ 238.5 ----SEE - " N :191122.18 c5.10 - - GAS SERVICE LOCATION I! - -- - 6 SS CR= 237.15 t PIPE X ING _ 1:1303293.10 - . _ 6" WTR IE= 238.5 _ p -',__ ,,` - - °° i - - - - - _ - - _ _ _ - - -- - - -~ J 6" SD CR= 237 � � � � h - � 'k � h ' - _ - - ._ , - _ - _ - �';- • -) ' `•: O1 4 45' BEN ( " N ,,•...- " D (MJ) 1) 10 22 -112' BEND (MJ) ; - -� I I I -- _ --.- - - - -- --- ._, - --- -- -T � � :� . .: r• '.. W THRUST BLOCKING • W THRUST N TN US BLOCKING , N:191742.99 `� O 10" GATE VALVE (MJxFL) E:13033 1.40 1:1303301.35 N :191731.29 �; \ \ , / , •. -_ 1:1303306.46 3 DOMESTIC METER RIM 234.98 (TIP[ I) " IE232Vr- PVC o -- / I •-fi 14 F L 10 CL 52 DI IE 233.18 6" PVC N �1 DOMESTIC WATER PN 1E 233.28 6' PVC S _ CENTER COORDS ` --RIM ? 'B.31 N: 191736.39 _- - -- - _ -- - -- 21 MID I E:1303327.87 SEE DETAIL ' NOTE: I ALL TRENCH RESTORATION SHALL BE PER THE CURRENT WEST BASIN C.O.R. TRENCH RESTORATION AND STREET OVERLAY DETAIL. COMBINED DETENTION AND FND 3" BRASS DISK IN CONC WATER QUALITY POND ` 0.5' BELOW GRADE I (04 -Q7 -2004) � FND 5/8" REBAR IN CONC FND "1 -1 12" BRASS DISK NOTE: L RIM 238 ,8 (TAPE 0.9' BELOW GRADE Lam. / I IN 4 SO CONC MON FILL AND COMPACT ROADWAY PRISM TO FINISH GRADE IE 234.43 '2* CPP E 04 -07 -2004 �7[ /!.°�.°[ LS 23613 1999 PRIOR TO EXCAVATION FOR THE WATER MAIN INSTALLATION. IE 234.12 8' CPP NE ( ) IE 219.99 12" W _ N 89'04'38" W 1178. ?8' - 0.6' BELOW GRADE -' 9+34'" W-11•$. I (04 -07 -2004) • 4fle 61� " FOUND 3 BRASS I o oil , (N 89'04 38 W 1178.76 R -11) DISK IN CONCRETE 6 ?• �' w 0.6' BELOW GRADE ?.,74 N • C�� yF�O �� �6 LIP, (04 -07 -2004) yF �S�s ��. ��7�0 166 FOUND LEAD AND TACK qs w 9 F, ��� j0 \ _p IN 3 SO CONC MON �S/s �RiN6s' 0, 0.5' BELOW GRADE Otis 6k C 0 ` (04 07 -2004) • _ � moo, IZ O �S C • z I o INDEX PLAN A �281i &eel N 89-14'40" W CALCUUTED R -10 4 1323.24' � � `�- FOUND REBAR AND CAP ` FOUND 3' BRASS DISK C5,O (CRONES LS 29537) I �, IN CONCRETE CITY OF RENTON 266 • N N 0.5 BELOW GRADE FND COPPER TACK IN 5" DIA CONC (04-07-2004) t 0.2' BELOW GRADE ) (04-07 -2004) Z BASIS OF COORD'S AND ELEV II S• CONTROL PLAN aD NOT TO SCAIE FOUND �, �N1pp� jg39 �ti�' � po Kennydale Elementary School "ID RR'SK0 P%IT10N � COUGHLIN PORTER LUNDEEN kq . "�"` ��' 1700 NE 28th Street, Renton, we A CONSULTING STIIUCTUMI AND C7VR ENGMEEIIING CORPORATION WATER AND 413 PINE STREET -SUITE 300 P 206/)0 -W60 SEATTLE. WA 9!101 F: ZO6/34) -5691 ro;^ � � FfsroN�� I P5 SEWER PLAN Checked for Corn0ionce to City Standards i UOL ROLL 200 FR336 c- OWWR 0 10 20 40 SCALE 1' =20' Call before you Dig. 1- 800 - 424 -5555 UNDERGROUND SERVICE (USA) RENTON SCHOOL DISTRICT J403 1220 NORTH FOURTH STREET RENTON, WA 98055 I � z r 1v • COUGHLIN PORTER LUNDEEN 413 PINE STREET, SUITE 300 SEATTLE, WA 98101 (206) 343 -0460 �Qit;La UO ESM CONSULTING ENGINEERS LCC 720 S. 348TH STREET FEDERAL WAY, WA. 98003 (253) 838-6113 J*rf VIF EXISTING a z� I HEAVY ASPHALT PAVING 1n LO ui 1fi L r7 N i ul Lr' z 0 C'4 r- m CO cz? Nam f j W N V-) C/-) 9 § � W Q W L� M' a (-) a (_j M 0 N ajo Of Z w SW 1/4 SEC 32, TWN 24N, RG 5E, WILLAMETTE MERIDIAN s'tIk• � 3 t-o 3. S �- l'r r � � sic i!^>I�i.T S. oZ Jac S t r -s.oz LATCH LINE - SEE SHEET C5.02 rvW CwoeT- .V" A- e d0v GREASE WIERCEPTOR 4.0' e f8 SEE DETAIL 12 I © 6 SS IE = � I I � „ 238.60 cs.�o r• �I �lj 12 "x6" TAPPING TEE (FL) ! + II ` `--' 6 SS I[= 239.50 Me 2400 / , 1 6 TAPPING GATE VALVE FLxMJ ' , 6 SSCO RIM 10 GRADE �� ((I g -- SEE MECH L PLANS f" / 110 W/ THRUST BLOCKING IE= 238.36 I II `�I FOR CONTINUATION �� I / "Yi �0 / I N:191428.04 SS CO OU - -- SEE DETAIL �� I 1 J I 00 / E:1303390.34 �--�� � � A � �� � I TO GRA� \ 5 LF 6" SS ®22.09. 6" SS IF= 239.34 f 4 ( �� / ...... 1 6" 45' BEND (MJxFL) ' - O SEE MECH L PLANS f 1 6" 22/1/2' BEND (FLxMJ) ` I � O O FOR CONTINUATION ff 1 2 Fl SPOOL I; I I I WA1 W/ THRUST BLOCKING " .25 LF 6" SS ® �` �0 6 \ / ''� / ER-fASff�lEt4fi OF Rfi�fTf- 1 N:191791.82 it 6 LF 6 SS .0% 'L . i 1:1303369.11 t N CONN 0 6" S6 / `4 -� 4.0' OFF CURB o (1) 5 -1 /4" FIRE HYDRANT ASEMBLY \ 65 36JG SS CO / �,� 0\- ;�,,:� _- SEE DETAIL PIPE X- ING I 6" M TO GRADE 10.0 ' ��, i N:191452.72 6" WTR IE_ 239.6 \ C( S? D/ 1 6" 45' BEND MJ / 5 \�` / I `- "; \ �� 1=1303390.34 6 SS CR= 238.63 X6.3 �F 4" ,\ W% THRUST BLOCKIN )- / ` 2� " _ PIPE X -ING !' \ C / / _ _ -_ - , , 25 LF �, CL 52 10" WTR IE- � 238.6 � S2 � _ - N:191735.82 - \ ® E:1303349.51 sA l \ , 8" SD CR= 237.5 ,�- 1 '-' ,/ 4 j PIPE X- y o Q► / , / \ - 6" VTR C1E= 244.50 - \ .J,• - -a PIPE X--ING %' \ _ I ; I 1 4" 45 BEND (MJxFL -) �� r - \ SS CR 0.0 1 4 221112' BEND FLxMJ \ Q� 6" WTR IE 235,5- 1 2 FL SPOOL (FLxMJ) it 1 6" SD C X36.94 " 'I �! 6" DDCVA 1 'I W/ THRUST BLOCKING ` N:191797.24 y �' SrO� / 1 PN \ n l - E:1303361.00 / 1 FDC` SEE DETAIL c \ ( t " " PER n (1) 10 45' BEND (MJ) ° 6 LF 6 DI CL52 TC W/ THRUST BLOCKING 16 F 4" DI CL52 ; UM TER COORDS N:191804.36 � N:191721.30 i 8 E:1303352.94 E:1303r332 9.3` _ > 1 10 x�._JFE 73 LF 10" CL 52 DI 11 LF 10" 1 10" GATE VALVE (FLxMJ) 1 :I CL 52 DI 1 6 GATE VALVE (F NJ) �+ PIPE X -ING N.191717.% -- - 4 WTR IE= 239.50 . ,, E:1303312.95 CO I I 6" SS CR= 238.33 5 ., " I n .; �, I• 5 LF 10 CL 52 DI (FL) SPOOL CONTRACTOR TO PROVIDE - _ . = -: -__ =_I - s ; 6� 6" , w PIPE X -ING a TRENCHIIG AND BACKFILL 6 SD IE= 238.24 1 10 x4 TEE (FL) FOR GAS, LINE - ' -- �� - - -6" SS CR= 237.9 - - - S- 4" GATE VALVE (FLxMJ) N: 1726.98 + PIPE X -ING (1) 10",4'S' BEND (MJ) E:130 8.56 � 4" WTR IE= 238.67 W/ THRUST BLOCKING GAS \ I c I 6" SD CR= 238.12 N:41752.77 _ - 303301.35 ' 6" SSCO RIM TO GRADE - 1 5 -1 4" FIRE HYDRANT ASEMBLY IE= 237.26 PIPE X ING O /�� a N " _ SEE DETAIL DETAIL Cs I t 4 WTR IE _ 238.5 ----SEE - " N :191122.18 c5.10 - - GAS SERVICE LOCATION I! - -- - 6 SS CR= 237.15 t PIPE X ING _ 1:1303293.10 - . _ 6" WTR IE= 238.5 _ p -',__ ,,` - - °° i - - - - - _ - - _ _ _ - - -- - - -~ J 6" SD CR= 237 � � � � h - � 'k � h ' - _ - - ._ , - _ - _ - �';- • -) ' `•: O1 4 45' BEN ( " N ,,•...- " D (MJ) 1) 10 22 -112' BEND (MJ) ; - -� I I I -- _ --.- - - - -- --- ._, - --- -- -T � � :� . .: r• '.. W THRUST BLOCKING • W THRUST N TN US BLOCKING , N:191742.99 `� O 10" GATE VALVE (MJxFL) E:13033 1.40 1:1303301.35 N :191731.29 �; \ \ , / , •. -_ 1:1303306.46 3 DOMESTIC METER RIM 234.98 (TIP[ I) " IE232Vr- PVC o -- / I •-fi 14 F L 10 CL 52 DI IE 233.18 6" PVC N �1 DOMESTIC WATER PN 1E 233.28 6' PVC S _ CENTER COORDS ` --RIM ? 'B.31 N: 191736.39 _- - -- - _ -- - -- 21 MID I E:1303327.87 SEE DETAIL ' NOTE: I ALL TRENCH RESTORATION SHALL BE PER THE CURRENT WEST BASIN C.O.R. TRENCH RESTORATION AND STREET OVERLAY DETAIL. COMBINED DETENTION AND FND 3" BRASS DISK IN CONC WATER QUALITY POND ` 0.5' BELOW GRADE I (04 -Q7 -2004) � FND 5/8" REBAR IN CONC FND "1 -1 12" BRASS DISK NOTE: L RIM 238 ,8 (TAPE 0.9' BELOW GRADE Lam. / I IN 4 SO CONC MON FILL AND COMPACT ROADWAY PRISM TO FINISH GRADE IE 234.43 '2* CPP E 04 -07 -2004 �7[ /!.°�.°[ LS 23613 1999 PRIOR TO EXCAVATION FOR THE WATER MAIN INSTALLATION. IE 234.12 8' CPP NE ( ) IE 219.99 12" W _ N 89'04'38" W 1178. ?8' - 0.6' BELOW GRADE -' 9+34'" W-11•$. I (04 -07 -2004) • 4fle 61� " FOUND 3 BRASS I o oil , (N 89'04 38 W 1178.76 R -11) DISK IN CONCRETE 6 ?• �' w 0.6' BELOW GRADE ?.,74 N • C�� yF�O �� �6 LIP, (04 -07 -2004) yF �S�s ��. ��7�0 166 FOUND LEAD AND TACK qs w 9 F, ��� j0 \ _p IN 3 SO CONC MON �S/s �RiN6s' 0, 0.5' BELOW GRADE Otis 6k C 0 ` (04 07 -2004) • _ � moo, IZ O �S C • z I o INDEX PLAN A �281i &eel N 89-14'40" W CALCUUTED R -10 4 1323.24' � � `�- FOUND REBAR AND CAP ` FOUND 3' BRASS DISK C5,O (CRONES LS 29537) I �, IN CONCRETE CITY OF RENTON 266 • N N 0.5 BELOW GRADE FND COPPER TACK IN 5" DIA CONC (04-07-2004) t 0.2' BELOW GRADE ) (04-07 -2004) Z BASIS OF COORD'S AND ELEV II S• CONTROL PLAN aD NOT TO SCAIE FOUND �, �N1pp� jg39 �ti�' � po Kennydale Elementary School "ID RR'SK0 P%IT10N � COUGHLIN PORTER LUNDEEN kq . "�"` ��' 1700 NE 28th Street, Renton, we A CONSULTING STIIUCTUMI AND C7VR ENGMEEIIING CORPORATION WATER AND 413 PINE STREET -SUITE 300 P 206/)0 -W60 SEATTLE. WA 9!101 F: ZO6/34) -5691 ro;^ � � FfsroN�� I P5 SEWER PLAN Checked for Corn0ionce to City Standards i UOL ROLL 200 FR336 c- OWWR 0 10 20 40 SCALE 1' =20' Call before you Dig. 1- 800 - 424 -5555 UNDERGROUND SERVICE (USA) RENTON SCHOOL DISTRICT J403 1220 NORTH FOURTH STREET RENTON, WA 98055 I � z r 1v • COUGHLIN PORTER LUNDEEN 413 PINE STREET, SUITE 300 SEATTLE, WA 98101 (206) 343 -0460 �Qit;La UO ESM CONSULTING ENGINEERS LCC 720 S. 348TH STREET FEDERAL WAY, WA. 98003 (253) 838-6113 J*rf VIF EXISTING a LIGHT ASPHALT PAVING I HEAVY ASPHALT PAVING 1n LO ui 1fi L r7 a a Ltd d 00000 0 0 0 0 0 M ►=� U-) CO ao r- o 0 0 rn •-- N N N -- T 1 I t I I i� tf to to to > cr a I N a I N m c-3 o 0 0 � W Y V 0- Q w I I-tt Q 0 i ul Lr' z 0 C'4 r- m CO cz? Nam f j W N V-) C/-) 9 § � W Q W L� M' a (-) a (_j M 0 N ajo Of Z w SW 1/4 SEC 32, TWN 24N, RG 5E, WILLAMETTE MERIDIAN s'tIk• � 3 t-o 3. S �- l'r r � � sic i!^>I�i.T S. oZ Jac S t r -s.oz LATCH LINE - SEE SHEET C5.02 rvW CwoeT- .V" A- e d0v GREASE WIERCEPTOR 4.0' e f8 SEE DETAIL 12 I © 6 SS IE = � I I � „ 238.60 cs.�o r• �I �lj 12 "x6" TAPPING TEE (FL) ! + II ` `--' 6 SS I[= 239.50 Me 2400 / , 1 6 TAPPING GATE VALVE FLxMJ ' , 6 SSCO RIM 10 GRADE �� ((I g -- SEE MECH L PLANS f" / 110 W/ THRUST BLOCKING IE= 238.36 I II `�I FOR CONTINUATION �� I / "Yi �0 / I N:191428.04 SS CO OU - -- SEE DETAIL �� I 1 J I 00 / E:1303390.34 �--�� � � A � �� � I TO GRA� \ 5 LF 6" SS ®22.09. 6" SS IF= 239.34 f 4 ( �� / ...... 1 6" 45' BEND (MJxFL) ' - O SEE MECH L PLANS f 1 6" 22/1/2' BEND (FLxMJ) ` I � O O FOR CONTINUATION ff 1 2 Fl SPOOL I; I I I WA1 W/ THRUST BLOCKING " .25 LF 6" SS ® �` �0 6 \ / ''� / ER-fASff�lEt4fi OF Rfi�fTf- 1 N:191791.82 it 6 LF 6 SS .0% 'L . i 1:1303369.11 t N CONN 0 6" S6 / `4 -� 4.0' OFF CURB o (1) 5 -1 /4" FIRE HYDRANT ASEMBLY \ 65 36JG SS CO / �,� 0\- ;�,,:� _- SEE DETAIL PIPE X- ING I 6" M TO GRADE 10.0 ' ��, i N:191452.72 6" WTR IE_ 239.6 \ C( S? D/ 1 6" 45' BEND MJ / 5 \�` / I `- "; \ �� 1=1303390.34 6 SS CR= 238.63 X6.3 �F 4" ,\ W% THRUST BLOCKIN )- / ` 2� " _ PIPE X -ING !' \ C / / _ _ -_ - , , 25 LF �, CL 52 10" WTR IE- � 238.6 � S2 � _ - N:191735.82 - \ ® E:1303349.51 sA l \ , 8" SD CR= 237.5 ,�- 1 '-' ,/ 4 j PIPE X- y o Q► / , / \ - 6" VTR C1E= 244.50 - \ .J,• - -a PIPE X--ING %' \ _ I ; I 1 4" 45 BEND (MJxFL -) �� r - \ SS CR 0.0 1 4 221112' BEND FLxMJ \ Q� 6" WTR IE 235,5- 1 2 FL SPOOL (FLxMJ) it 1 6" SD C X36.94 " 'I �! 6" DDCVA 1 'I W/ THRUST BLOCKING ` N:191797.24 y �' SrO� / 1 PN \ n l - E:1303361.00 / 1 FDC` SEE DETAIL c \ ( t " " PER n (1) 10 45' BEND (MJ) ° 6 LF 6 DI CL52 TC W/ THRUST BLOCKING 16 F 4" DI CL52 ; UM TER COORDS N:191804.36 � N:191721.30 i 8 E:1303352.94 E:1303r332 9.3` _ > 1 10 x�._JFE 73 LF 10" CL 52 DI 11 LF 10" 1 10" GATE VALVE (FLxMJ) 1 :I CL 52 DI 1 6 GATE VALVE (F NJ) �+ PIPE X -ING N.191717.% -- - 4 WTR IE= 239.50 . ,, E:1303312.95 CO I I 6" SS CR= 238.33 5 ., " I n .; �, I• 5 LF 10 CL 52 DI (FL) SPOOL CONTRACTOR TO PROVIDE - _ . = -: -__ =_I - s ; 6� 6" , w PIPE X -ING a TRENCHIIG AND BACKFILL 6 SD IE= 238.24 1 10 x4 TEE (FL) FOR GAS, LINE - ' -- �� - - -6" SS CR= 237.9 - - - S- 4" GATE VALVE (FLxMJ) N: 1726.98 + PIPE X -ING (1) 10",4'S' BEND (MJ) E:130 8.56 � 4" WTR IE= 238.67 W/ THRUST BLOCKING GAS \ I c I 6" SD CR= 238.12 N:41752.77 _ - 303301.35 ' 6" SSCO RIM TO GRADE - 1 5 -1 4" FIRE HYDRANT ASEMBLY IE= 237.26 PIPE X ING O /�� a N " _ SEE DETAIL DETAIL Cs I t 4 WTR IE _ 238.5 ----SEE - " N :191122.18 c5.10 - - GAS SERVICE LOCATION I! - -- - 6 SS CR= 237.15 t PIPE X ING _ 1:1303293.10 - . _ 6" WTR IE= 238.5 _ p -',__ ,,` - - °° i - - - - - _ - - _ _ _ - - -- - - -~ J 6" SD CR= 237 � � � � h - � 'k � h ' - _ - - ._ , - _ - _ - �';- • -) ' `•: O1 4 45' BEN ( " N ,,•...- " D (MJ) 1) 10 22 -112' BEND (MJ) ; - -� I I I -- _ --.- - - - -- --- ._, - --- -- -T � � :� . .: r• '.. W THRUST BLOCKING • W THRUST N TN US BLOCKING , N:191742.99 `� O 10" GATE VALVE (MJxFL) E:13033 1.40 1:1303301.35 N :191731.29 �; \ \ , / , •. -_ 1:1303306.46 3 DOMESTIC METER RIM 234.98 (TIP[ I) " IE232Vr- PVC o -- / I •-fi 14 F L 10 CL 52 DI IE 233.18 6" PVC N �1 DOMESTIC WATER PN 1E 233.28 6' PVC S _ CENTER COORDS ` --RIM ? 'B.31 N: 191736.39 _- - -- - _ -- - -- 21 MID I E:1303327.87 SEE DETAIL ' NOTE: I ALL TRENCH RESTORATION SHALL BE PER THE CURRENT WEST BASIN C.O.R. TRENCH RESTORATION AND STREET OVERLAY DETAIL. COMBINED DETENTION AND FND 3" BRASS DISK IN CONC WATER QUALITY POND ` 0.5' BELOW GRADE I (04 -Q7 -2004) � FND 5/8" REBAR IN CONC FND "1 -1 12" BRASS DISK NOTE: L RIM 238 ,8 (TAPE 0.9' BELOW GRADE Lam. / I IN 4 SO CONC MON FILL AND COMPACT ROADWAY PRISM TO FINISH GRADE IE 234.43 '2* CPP E 04 -07 -2004 �7[ /!.°�.°[ LS 23613 1999 PRIOR TO EXCAVATION FOR THE WATER MAIN INSTALLATION. IE 234.12 8' CPP NE ( ) IE 219.99 12" W _ N 89'04'38" W 1178. ?8' - 0.6' BELOW GRADE -' 9+34'" W-11•$. I (04 -07 -2004) • 4fle 61� " FOUND 3 BRASS I o oil , (N 89'04 38 W 1178.76 R -11) DISK IN CONCRETE 6 ?• �' w 0.6' BELOW GRADE ?.,74 N • C�� yF�O �� �6 LIP, (04 -07 -2004) yF �S�s ��. ��7�0 166 FOUND LEAD AND TACK qs w 9 F, ��� j0 \ _p IN 3 SO CONC MON �S/s �RiN6s' 0, 0.5' BELOW GRADE Otis 6k C 0 ` (04 07 -2004) • _ � moo, IZ O �S C • z I o INDEX PLAN A �281i &eel N 89-14'40" W CALCUUTED R -10 4 1323.24' � � `�- FOUND REBAR AND CAP ` FOUND 3' BRASS DISK C5,O (CRONES LS 29537) I �, IN CONCRETE CITY OF RENTON 266 • N N 0.5 BELOW GRADE FND COPPER TACK IN 5" DIA CONC (04-07-2004) t 0.2' BELOW GRADE ) (04-07 -2004) Z BASIS OF COORD'S AND ELEV II S• CONTROL PLAN aD NOT TO SCAIE FOUND �, �N1pp� jg39 �ti�' � po Kennydale Elementary School "ID RR'SK0 P%IT10N � COUGHLIN PORTER LUNDEEN kq . "�"` ��' 1700 NE 28th Street, Renton, we A CONSULTING STIIUCTUMI AND C7VR ENGMEEIIING CORPORATION WATER AND 413 PINE STREET -SUITE 300 P 206/)0 -W60 SEATTLE. WA 9!101 F: ZO6/34) -5691 ro;^ � � FfsroN�� I P5 SEWER PLAN Checked for Corn0ionce to City Standards i UOL ROLL 200 FR336 c- OWWR 0 10 20 40 SCALE 1' =20' Call before you Dig. 1- 800 - 424 -5555 UNDERGROUND SERVICE (USA) RENTON SCHOOL DISTRICT J403 1220 NORTH FOURTH STREET RENTON, WA 98055 I � z r 1v • COUGHLIN PORTER LUNDEEN 413 PINE STREET, SUITE 300 SEATTLE, WA 98101 (206) 343 -0460 �Qit;La UO ESM CONSULTING ENGINEERS LCC 720 S. 348TH STREET FEDERAL WAY, WA. 98003 (253) 838-6113 J*rf VIF EXISTING REMOVE PROPOSED LIGHT ASPHALT PAVING I HEAVY ASPHALT PAVING 1n LO ui 1fi L r7 U-) U-) Ltd d 00000 0 0 0 0 0 M ►=� U-) CO ao r- o 0 0 rn •-- N N N -- T 1 I t I I i� tf to to to > I st I r`i I N i I N 000ao c-3 o 0 0 i ul Lr' z 0 C'4 r- m CO cz? Nam f j W N V-) C/-) 9 § � W Q W L� M' a (-) a (_j M 0 N ajo Of Z w SW 1/4 SEC 32, TWN 24N, RG 5E, WILLAMETTE MERIDIAN s'tIk• � 3 t-o 3. S �- l'r r � � sic i!^>I�i.T S. oZ Jac S t r -s.oz LATCH LINE - SEE SHEET C5.02 rvW CwoeT- .V" A- e d0v GREASE WIERCEPTOR 4.0' e f8 SEE DETAIL 12 I © 6 SS IE = � I I � „ 238.60 cs.�o r• �I �lj 12 "x6" TAPPING TEE (FL) ! + II ` `--' 6 SS I[= 239.50 Me 2400 / , 1 6 TAPPING GATE VALVE FLxMJ ' , 6 SSCO RIM 10 GRADE �� ((I g -- SEE MECH L PLANS f" / 110 W/ THRUST BLOCKING IE= 238.36 I II `�I FOR CONTINUATION �� I / "Yi �0 / I N:191428.04 SS CO OU - -- SEE DETAIL �� I 1 J I 00 / E:1303390.34 �--�� � � A � �� � I TO GRA� \ 5 LF 6" SS ®22.09. 6" SS IF= 239.34 f 4 ( �� / ...... 1 6" 45' BEND (MJxFL) ' - O SEE MECH L PLANS f 1 6" 22/1/2' BEND (FLxMJ) ` I � O O FOR CONTINUATION ff 1 2 Fl SPOOL I; I I I WA1 W/ THRUST BLOCKING " .25 LF 6" SS ® �` �0 6 \ / ''� / ER-fASff�lEt4fi OF Rfi�fTf- 1 N:191791.82 it 6 LF 6 SS .0% 'L . i 1:1303369.11 t N CONN 0 6" S6 / `4 -� 4.0' OFF CURB o (1) 5 -1 /4" FIRE HYDRANT ASEMBLY \ 65 36JG SS CO / �,� 0\- ;�,,:� _- SEE DETAIL PIPE X- ING I 6" M TO GRADE 10.0 ' ��, i N:191452.72 6" WTR IE_ 239.6 \ C( S? D/ 1 6" 45' BEND MJ / 5 \�` / I `- "; \ �� 1=1303390.34 6 SS CR= 238.63 X6.3 �F 4" ,\ W% THRUST BLOCKIN )- / ` 2� " _ PIPE X -ING !' \ C / / _ _ -_ - , , 25 LF �, CL 52 10" WTR IE- � 238.6 � S2 � _ - N:191735.82 - \ ® E:1303349.51 sA l \ , 8" SD CR= 237.5 ,�- 1 '-' ,/ 4 j PIPE X- y o Q► / , / \ - 6" VTR C1E= 244.50 - \ .J,• - -a PIPE X--ING %' \ _ I ; I 1 4" 45 BEND (MJxFL -) �� r - \ SS CR 0.0 1 4 221112' BEND FLxMJ \ Q� 6" WTR IE 235,5- 1 2 FL SPOOL (FLxMJ) it 1 6" SD C X36.94 " 'I �! 6" DDCVA 1 'I W/ THRUST BLOCKING ` N:191797.24 y �' SrO� / 1 PN \ n l - E:1303361.00 / 1 FDC` SEE DETAIL c \ ( t " " PER n (1) 10 45' BEND (MJ) ° 6 LF 6 DI CL52 TC W/ THRUST BLOCKING 16 F 4" DI CL52 ; UM TER COORDS N:191804.36 � N:191721.30 i 8 E:1303352.94 E:1303r332 9.3` _ > 1 10 x�._JFE 73 LF 10" CL 52 DI 11 LF 10" 1 10" GATE VALVE (FLxMJ) 1 :I CL 52 DI 1 6 GATE VALVE (F NJ) �+ PIPE X -ING N.191717.% -- - 4 WTR IE= 239.50 . ,, E:1303312.95 CO I I 6" SS CR= 238.33 5 ., " I n .; �, I• 5 LF 10 CL 52 DI (FL) SPOOL CONTRACTOR TO PROVIDE - _ . = -: -__ =_I - s ; 6� 6" , w PIPE X -ING a TRENCHIIG AND BACKFILL 6 SD IE= 238.24 1 10 x4 TEE (FL) FOR GAS, LINE - ' -- �� - - -6" SS CR= 237.9 - - - S- 4" GATE VALVE (FLxMJ) N: 1726.98 + PIPE X -ING (1) 10",4'S' BEND (MJ) E:130 8.56 � 4" WTR IE= 238.67 W/ THRUST BLOCKING GAS \ I c I 6" SD CR= 238.12 N:41752.77 _ - 303301.35 ' 6" SSCO RIM TO GRADE - 1 5 -1 4" FIRE HYDRANT ASEMBLY IE= 237.26 PIPE X ING O /�� a N " _ SEE DETAIL DETAIL Cs I t 4 WTR IE _ 238.5 ----SEE - " N :191122.18 c5.10 - - GAS SERVICE LOCATION I! - -- - 6 SS CR= 237.15 t PIPE X ING _ 1:1303293.10 - . _ 6" WTR IE= 238.5 _ p -',__ ,,` - - °° i - - - - - _ - - _ _ _ - - -- - - -~ J 6" SD CR= 237 � � � � h - � 'k � h ' - _ - - ._ , - _ - _ - �';- • -) ' `•: O1 4 45' BEN ( " N ,,•...- " D (MJ) 1) 10 22 -112' BEND (MJ) ; - -� I I I -- _ --.- - - - -- --- ._, - --- -- -T � � :� . .: r• '.. W THRUST BLOCKING • W THRUST N TN US BLOCKING , N:191742.99 `� O 10" GATE VALVE (MJxFL) E:13033 1.40 1:1303301.35 N :191731.29 �; \ \ , / , •. -_ 1:1303306.46 3 DOMESTIC METER RIM 234.98 (TIP[ I) " IE232Vr- PVC o -- / I •-fi 14 F L 10 CL 52 DI IE 233.18 6" PVC N �1 DOMESTIC WATER PN 1E 233.28 6' PVC S _ CENTER COORDS ` --RIM ? 'B.31 N: 191736.39 _- - -- - _ -- - -- 21 MID I E:1303327.87 SEE DETAIL ' NOTE: I ALL TRENCH RESTORATION SHALL BE PER THE CURRENT WEST BASIN C.O.R. TRENCH RESTORATION AND STREET OVERLAY DETAIL. COMBINED DETENTION AND FND 3" BRASS DISK IN CONC WATER QUALITY POND ` 0.5' BELOW GRADE I (04 -Q7 -2004) � FND 5/8" REBAR IN CONC FND "1 -1 12" BRASS DISK NOTE: L RIM 238 ,8 (TAPE 0.9' BELOW GRADE Lam. / I IN 4 SO CONC MON FILL AND COMPACT ROADWAY PRISM TO FINISH GRADE IE 234.43 '2* CPP E 04 -07 -2004 �7[ /!.°�.°[ LS 23613 1999 PRIOR TO EXCAVATION FOR THE WATER MAIN INSTALLATION. IE 234.12 8' CPP NE ( ) IE 219.99 12" W _ N 89'04'38" W 1178. ?8' - 0.6' BELOW GRADE -' 9+34'" W-11•$. I (04 -07 -2004) • 4fle 61� " FOUND 3 BRASS I o oil , (N 89'04 38 W 1178.76 R -11) DISK IN CONCRETE 6 ?• �' w 0.6' BELOW GRADE ?.,74 N • C�� yF�O �� �6 LIP, (04 -07 -2004) yF �S�s ��. ��7�0 166 FOUND LEAD AND TACK qs w 9 F, ��� j0 \ _p IN 3 SO CONC MON �S/s �RiN6s' 0, 0.5' BELOW GRADE Otis 6k C 0 ` (04 07 -2004) • _ � moo, IZ O �S C • z I o INDEX PLAN A �281i &eel N 89-14'40" W CALCUUTED R -10 4 1323.24' � � `�- FOUND REBAR AND CAP ` FOUND 3' BRASS DISK C5,O (CRONES LS 29537) I �, IN CONCRETE CITY OF RENTON 266 • N N 0.5 BELOW GRADE FND COPPER TACK IN 5" DIA CONC (04-07-2004) t 0.2' BELOW GRADE ) (04-07 -2004) Z BASIS OF COORD'S AND ELEV II S• CONTROL PLAN aD NOT TO SCAIE FOUND �, �N1pp� jg39 �ti�' � po Kennydale Elementary School "ID RR'SK0 P%IT10N � COUGHLIN PORTER LUNDEEN kq . "�"` ��' 1700 NE 28th Street, Renton, we A CONSULTING STIIUCTUMI AND C7VR ENGMEEIIING CORPORATION WATER AND 413 PINE STREET -SUITE 300 P 206/)0 -W60 SEATTLE. WA 9!101 F: ZO6/34) -5691 ro;^ � � FfsroN�� I P5 SEWER PLAN Checked for Corn0ionce to City Standards i UOL ROLL 200 FR336 c- OWWR 0 10 20 40 SCALE 1' =20' Call before you Dig. 1- 800 - 424 -5555 UNDERGROUND SERVICE (USA) RENTON SCHOOL DISTRICT J403 1220 NORTH FOURTH STREET RENTON, WA 98055 I � z r 1v • COUGHLIN PORTER LUNDEEN 413 PINE STREET, SUITE 300 SEATTLE, WA 98101 (206) 343 -0460 �Qit;La UO ESM CONSULTING ENGINEERS LCC 720 S. 348TH STREET FEDERAL WAY, WA. 98003 (253) 838-6113 J*rf VIF EXISTING REMOVE PROPOSED LIGHT ASPHALT PAVING I HEAVY ASPHALT PAVING CONCRETE PAVING i i BUILDINGS GRAVEL ' CURBING ROCKERY �_ �_ I •1�• TOPOGRAPHY 138 WATER LINE - - -w - -- STORM DRAINAGE LINE --SD STORM DOWNSPOUT PIPING SANITARY SEWER LINE -SS -- POWER P TELEPHONE UNE - T GAS LINE GAS WATER METER/VALVE /FH•P[4� a ►� STORM CB /MH SANITARY SEWER MH /CO • GAS VALVE /METER TELEPHONE RISER /MN TREE W/ PROTECTION CONSTRUCTION LIMITS SHEET C5.01 CIO 54=0 / • 9 4